Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 3
ANCHOR STUDIES Preliminary studies were conducted which compared various anchoring systems for the F.P.P. These included driven piles , jetted piles and drag embedment anchors . A unique feature of this mooring system is the inclusion ...
ANCHOR STUDIES Preliminary studies were conducted which compared various anchoring systems for the F.P.P. These included driven piles , jetted piles and drag embedment anchors . A unique feature of this mooring system is the inclusion ...
Page 189
Thus , this clustering phenomenon should be included , if only approximately , in the SHA model . The Poissonian assumption was considered to be an acceptable approximation to the clustering phenomenon provided the dependent events of ...
Thus , this clustering phenomenon should be included , if only approximately , in the SHA model . The Poissonian assumption was considered to be an acceptable approximation to the clustering phenomenon provided the dependent events of ...
Page 459
Ultimate load Wave : H 23.8 m , T = 15.1 Shielding effects not included . NODE 46 N Deformation of node 46 ( m ) MEMBER 77 PUNCHING SHEAR FRACTURE 12 16 Time ( s ) Fig . 13 . De formation of platform during two passages of 23.8m waves ...
Ultimate load Wave : H 23.8 m , T = 15.1 Shielding effects not included . NODE 46 N Deformation of node 46 ( m ) MEMBER 77 PUNCHING SHEAR FRACTURE 12 16 Time ( s ) Fig . 13 . De formation of platform during two passages of 23.8m waves ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire